SCAD++

The user can now make changes to the data in the  Information on the Groups of Reinforcement and Information on the Groups of Steel Structural Members dialog boxes (for example, effective length factors, service factors, ...).

SCAD++, Kristall, Arbat

The requirements of SP 296.1325800.2017 are now implemented in the calculation of steel and reinforced concrete elements.

SCAD++

The capabilities of the Save the screen image operation have been expanded – the image can now be saved not only in vector, but also in raster formats, moreover, it can now be copied to the clipboard.

SCAD++, Kristall

The strength analysis of non-standard sections (created by Section Builder, Tonus or Consul) according to the design codes for steel structures has been refined.

Accelerogram Editor

A report can now be generated in the xls format.

SCAD++

Area loads (unrelated to the finite element mesh) are implemented.

Kristall
The fire resistance analysis of steel structures according to EN 1993-1-2: 2005 and DSTU-N B B.2.6-211: 2016 is implemented.

SCAD++

The dialog box of the accelerations color scale enables to select the type of output values (characteristic or design). When the pulsation component of the wind load is calculated according to SP 20.13330, the values equal to 70% of the characteristic accelerations can be output for the analysis of the dynamic comfort.

SCAD++
The material damping can now be taken into account in the case of the direct integration of the equations of motion (the respective damping parameter is specified in the stiffness properties of the finite elements).

The punching analysis has been refined for the case of a slab with holes.

SCAD++

The calculation according to SNiP RK 2.03-3-2017 is implemented.

SCAD++

The α-HHT method is implemented for the direct integration of the equations of motion and a method for smoothing the accelerograms and seismograms can now be selected.